{"slug":"geotechnical-soil-borehole-log","sheets":[{"name":"سجل الجسة واختبار SPT","maxRow":17,"maxCol":8,"colWidths":[20.0,62.0,18.0,24.0,24.0,22.0,22.0,34.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"سجل جسات استكشاف التربة واختبار الاختراق القياسي الميداني (Borehole & SPT Log)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":40.0,"cells":[{"c":"A2","v":"توثيق طبقات التربة، قيم N-Value المصححة، وتصنيف USCS وفق معايير ASTM D1586 وكود البناء السعودي للتربة والأساسات SBC 303","bg":"#4E342E","fg":"#E2E8F0","al":"center","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""},{"c":"H3","v":""}]},{"r":4,"h":34.0,"cells":[{"c":"A4","v":"اسم المشروع:","b":true,"cs":2},{"skip":true},{"c":"C4","v":"مشروع مجمع الأبراج السكنية والتجارية","fg":"#334155","cs":2},{"skip":true},{"c":"E4","v":"رقم الجسة وموقعها:","b":true,"cs":2},{"skip":true},{"c":"G4","v":"BH-03 (الركن الشمالي الشرقي)","fg":"#334155","al":"center","cs":2},{"skip":true}]},{"r":5,"h":34.0,"cells":[{"c":"A5","v":"المالك / المطور:","b":true,"cs":2},{"skip":true},{"c":"C5","v":"شركة التطوير العمراني القابضة","fg":"#334155","cs":2},{"skip":true},{"c":"E5","v":"منسوب سطح الأرض الطبيعية:","b":true,"cs":2},{"skip":true},{"c":"G5","v":"+ 14.50 م فوق منسوب سطح البحر","fg":"#334155","al":"center","cs":2},{"skip":true}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":"مختبر فحص التربة المعتمد:","b":true,"cs":2},{"skip":true},{"c":"C6","v":"المختبر الجيوتقني الدولي لفحص المواد","fg":"#334155","cs":2},{"skip":true},{"c":"E6","v":"عمق الجسة الكلي (Total Depth):","b":true,"cs":2},{"skip":true},{"c":"G6","v":"15.00 متراً طولياً","b":true,"al":"center","cs":2},{"skip":true}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":"تاريخ تنفيذ الحفر وأخذ العينات:","b":true,"cs":2},{"skip":true},{"c":"C7","v":"2026-10-05م إلى 2026-10-06م","fg":"#334155","cs":2},{"skip":true},{"c":"E7","v":"منسوب المياه الجوفية (Water Table):","b":true,"cs":2},{"skip":true},{"c":"G7","v":"على عمق 3.20 م من سطح الأرض","bg":"#E0F2FE","b":true,"al":"center","cs":2},{"skip":true}]},{"r":8,"h":28.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":""},{"c":"C8","v":""},{"c":"D8","v":""},{"c":"E8","v":""},{"c":"F8","v":""},{"c":"G8","v":""},{"c":"H8","v":""}]},{"r":9,"h":36.0,"cells":[{"c":"A9","v":"سجل تتابع طبقات التربة ونتائج اختبار الاختراق القياسي SPT على كامل العمق","bg":"#FBF7F5","fg":"#3E2723","b":true,"cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":10,"h":40.0,"cells":[{"c":"A10","v":"عمق الطبقة من - إلى (م)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B10","v":"الوصف الجيولوجي والهندسي لطبقة التربة الصخرية والرسوبية","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C10","v":"تصنيف التربة (USCS)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D10","v":"نوع العينة ونوع الحفار","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E10","v":"ضربات 15 سم (N1 - N2 - N3)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F10","v":"قيمة SPT الحقلية (N_field)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G10","v":"قيمة SPT المصححة (N_60)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H10","v":"الكثافة النسبية / القوام والصلادة","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":11,"h":42.0,"cells":[{"c":"A11","v":"0.00 - 1.00 م","b":true,"al":"center"},{"c":"B11","v":"طبقة ردم سطحي غير متجانس مكونة من رمل وركام ومخلفات حفر قديمة","fg":"#334155"},{"c":"C11","v":"FILL","bg":"#FBF7F5","b":true,"al":"center"},{"c":"D11","v":"عينة مقلقلة (Disturbed)","fg":"#334155","al":"center"},{"c":"E11","v":"4 - 5 - 6","fg":"#334155","al":"center"},{"c":"F11","v":11,"in":true,"bg":"#FEF3C7","b":true,"al":"center"},{"c":"G11","v":0,"f":"=ROUND(F10*0.75, 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center"},{"c":"H11","v":"ردم غير متماسك (غير صالح للتأسيس)","b":true}]},{"r":12,"h":42.0,"cells":[{"c":"A12","v":"1.00 - 2.50 م","b":true,"al":"center"},{"c":"B12","v":"رمل طميي ناعم إلى متوسط، بني مصفر، قليل التماسك مع شظايا كلسية","fg":"#334155"},{"c":"C12","v":"SM","bg":"#FBF7F5","b":true,"al":"center"},{"c":"D12","v":"SPT Split Spoon","fg":"#334155","al":"center"},{"c":"E12","v":"6 - 8 - 10","fg":"#334155","al":"center"},{"c":"F12","v":18,"in":true,"bg":"#FEF3C7","b":true,"al":"center"},{"c":"G12","v":9,"f":"=ROUND(F11*0.85, 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center"},{"c":"H12","v":"متوسط الكثافة (Medium Dense)","b":true}]},{"r":13,"h":42.0,"cells":[{"c":"A13","v":"2.50 - 4.50 م","b":true,"al":"center"},{"c":"B13","v":"رمل خشن متدرج مع بحص صغير، رطب ومشبع لوجود المياه الجوفية عند 3.2م","fg":"#334155"},{"c":"C13","v":"SW / SP","bg":"#FBF7F5","b":true,"al":"center"},{"c":"D13","v":"SPT Split Spoon","fg":"#334155","al":"center"},{"c":"E13","v":"10 - 14 - 16","fg":"#334155","al":"center"},{"c":"F13","v":30,"in":true,"bg":"#FEF3C7","b":true,"al":"center"},{"c":"G13","v":17,"f":"=ROUND(F12*0.95, 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center"},{"c":"H13","v":"كثيف (Dense) - تشبع كامل بالمياه","b":true}]},{"r":14,"h":42.0,"cells":[{"c":"A14","v":"4.50 - 7.00 م","b":true,"al":"center"},{"c":"B14","v":"طين كلسي صلب (Marl)، رمادي مخضر، عالي اللدونة ومتماسك جداً","fg":"#334155"},{"c":"C14","v":"CH / CL","bg":"#FBF7F5","b":true,"al":"center"},{"c":"D14","v":"عينة أسطوانية Shelby Tube","fg":"#334155","al":"center"},{"c":"E14","v":"12 - 16 - 18","fg":"#334155","al":"center"},{"c":"F14","v":34,"in":true,"bg":"#FEF3C7","b":true,"al":"center"},{"c":"G14","v":30,"f":"=ROUND(F13*1.00, 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center"},{"c":"H14","v":"صلب جداً (Very Stiff Clay)","b":true}]},{"r":15,"h":42.0,"cells":[{"c":"A15","v":"7.00 - 10.50 م","b":true,"al":"center"},{"c":"B15","v":"حجر رملي كلسي متوسط التجوية (Calcareous Sandstone)، متماسك بشدة","fg":"#334155"},{"c":"C15","v":"ROCK (RQD=55%)","bg":"#FBF7F5","b":true,"al":"center"},{"c":"D15","v":"عينة صخرية Core Sample","fg":"#334155","al":"center"},{"c":"E15","v":"18 - 25 - 32","fg":"#334155","al":"center"},{"c":"F15","v":57,"in":true,"bg":"#FEF3C7","b":true,"al":"center"},{"c":"G15","v":34,"f":"=ROUND(MIN(50, F14), 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center"},{"c":"H15","v":"صخر رملي ضعيف إلى متوسط القوة","b":true}]},{"r":16,"h":42.0,"cells":[{"c":"A16","v":"10.50 - 15.00 م","b":true,"al":"center"},{"c":"B16","v":"صخر جيري صلد (Limestone Bedrock)، قليل التجوية وفواصل صخرية مصمتة","fg":"#334155"},{"c":"C16","v":"BEDROCK (RQD=78%)","bg":"#FBF7F5","b":true,"al":"center"},{"c":"D16","v":"عينة صخرية NX Core","fg":"#334155","al":"center"},{"c":"E16","v":"Refusal (>50/5cm)","fg":"#334155","al":"center"},{"c":"F16","v":65,"in":true,"bg":"#FEF3C7","b":true,"al":"center"},{"c":"G16","v":50,"f":"=ROUND(MIN(50, F15), 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center"},{"c":"H16","v":"صخر صلب عالي المقاومة (Sound Bedrock)","b":true}]},{"r":17,"h":36.0,"cells":[{"c":"A17","v":"متوسط عدد ضربات الاختراق القياسي المصححة لمنسوب التأسيس المقترح (2.5م - 4.5م):","bg":"#FBF7F5","b":true,"al":"center","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F17","v":13,"f":"=AVERAGE(G12:G13)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"0.0 \"ضربة\"","cs":2},{"skip":true},{"c":"H17","v":"تربة صالحة للتأسيس السطحي","bg":"#FBF7F5","b":true,"al":"center"}]}]},{"name":"توصيات التأسيس وجهد التربة","maxRow":20,"maxCol":6,"colWidths":[25.0,28.0,28.0,24.0,30.0,28.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"حساب جهد التربة المسموح والتوصيات الجيوتقنية للأساسات ونزح المياه","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":40.0,"cells":[{"c":"A2","v":"معادلات مايرهوف (Meyerhof 1965) لتحديد إجهاد التحمل المسموح q_all واشتراطات عزل الخرسانة ضد الكبريتات","bg":"#4E342E","fg":"#E2E8F0","al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":36.0,"cells":[{"c":"A4","v":"أولاً: حساب قدرة تحمل التربة المسموحة لمعادلة مايرهوف (Meyerhof Allowable Bearing Capacity)","bg":"#FBF7F5","fg":"#3E2723","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":36.0,"cells":[{"c":"A5","v":"المتغير / المعادلة التصميمية","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center","cs":2},{"skip":true},{"c":"C5","v":"القيمة الحسابية","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"الوحدة الهندسية","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"المرجع والاشتراطات الهندسية","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center","cs":2},{"skip":true}]},{"r":6,"h":35.0,"cells":[{"c":"A6","v":"عمق منسوب التأسيس المقترح (Depth of Foundation Df)","b":true,"cs":2},{"skip":true},{"c":"C6","v":2.8,"in":true,"bg":"#FEF3C7","b":true,"al":"center","nf":"0.00"},{"c":"D6","v":"متر من سطح الأرض","fg":"#334155","al":"center"},{"c":"E6","v":"تجاوز طبقة الردم السطحي والوصول للرمل الكثيف","fg":"#334155","cs":2},{"skip":true}]},{"r":7,"h":35.0,"cells":[{"c":"A7","v":"عرض القاعدة المفترضة (Foundation Width B)","b":true,"cs":2},{"skip":true},{"c":"C7","v":2.5,"in":true,"bg":"#FEF3C7","b":true,"al":"center","nf":"0.00"},{"c":"D7","v":"متر","fg":"#334155","al":"center"},{"c":"E7","v":"أبعاد القواعد المنفصلة أو المشتركة","fg":"#334155","cs":2},{"skip":true}]},{"r":8,"h":35.0,"cells":[{"c":"A8","v":"الهبوط الكلي المسموح به (Permissible Settlement Sa)","b":true,"cs":2},{"skip":true},{"c":"C8","v":25,"in":true,"bg":"#FEF3C7","b":true,"al":"center","nf":"0.00"},{"c":"D8","v":"ملليمتر (1 بوصة)","fg":"#334155","al":"center"},{"c":"E8","v":"المعيار القياسي لكود SBC 303 للمباني السكنية","fg":"#334155","cs":2},{"skip":true}]},{"r":9,"h":35.0,"cells":[{"c":"A9","v":"قيمة N_60 المعتمدة عند منسوب التأسيس","b":true,"cs":2},{"skip":true},{"c":"C9","v":9,"f":"='سجل الجسة واختبار SPT'!G12","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"#,##0"},{"c":"D9","v":"ضربة (Blows / 30cm)","fg":"#334155","al":"center"},{"c":"E9","v":"مأخوذة من نتائج الجسة على عمق 2.50م إلى 4.50م","fg":"#334155","cs":2},{"skip":true}]},{"r":10,"h":52.0,"cells":[{"c":"A10","v":"معادلة مايرهوف: q_net = (N_60 / 0.05) * [1 + 0.33*(Df/B)] * (Sa / 25)","b":true,"cs":2},{"skip":true},{"c":"C10","v":0,"f":"=ROUND((C8/0.05)*(1+0.33*(C5/C6))*(C7/25), 0)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"#,##0"},{"c":"D10","v":"كيلو نيوتن / م² (kN/m²)","fg":"#334155","al":"center"},{"c":"E10","v":"تضمن هبوطاً أقل من 25 مم ومعامل أمان FS=3.0","fg":"#334155","cs":2},{"skip":true}]},{"r":11,"h":35.0,"cells":[{"c":"A11","v":"جهد التربة الصافي المسموح بوحدة كجم/سم² (q_all)","b":true,"cs":2},{"skip":true},{"c":"C11","v":0.09,"f":"=ROUND(C9/100, 2)","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"0.00"},{"c":"D11","v":"كجم / سم² (kg/cm²)","fg":"#334155","al":"center"},{"c":"E11","v":"القيمة المعتمدة في التصميم الإنشائي للمخططات","fg":"#334155","cs":2},{"skip":true}]},{"r":12,"h":28.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":""},{"c":"C12","v":""},{"c":"D12","v":""},{"c":"E12","v":""},{"c":"F12","v":""}]},{"r":13,"h":36.0,"cells":[{"c":"A13","v":"ثانياً: التوصيات الهندسية الإلزامية للمصمم الإنشائي والمقاول المنفذ","bg":"#FBF7F5","fg":"#3E2723","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":14,"h":36.0,"cells":[{"c":"A14","v":"عنصر التوصية الهندسية","bg":"#4E342E","fg":"#FFFFFF","b":true,"al":"center","cs":2},{"skip":true},{"c":"C14","v":"التوصية الفنية المعتمدة للمشروع","bg":"#4E342E","fg":"#FFFFFF","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"F14","v":"الكود المرجعي واشتراطات التنفيذ","bg":"#4E342E","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":15,"h":52.0,"cells":[{"c":"A15","v":"نوع الأساسات المقترح (Foundation Type)","b":true,"cs":2},{"skip":true},{"c":"C15","v":"أساسات سطحية: قواعد منفصلة ومشتركة مربوطة بميدات جسور أرضية قوية، أو لبشة خرسانية مسلحة (Raft) في حال وجود قبو.","fg":"#334155","cs":3},{"skip":true},{"skip":true},{"c":"F15","v":"كود البناء السعودي SBC 303","b":true,"al":"center"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":"منسوب التأسيس الأدنى (Depth Df)","b":true,"cs":2},{"skip":true},{"c":"C16","v":"يجب ألا يقل عمق التأسيس عن 2.80 م من منسوب الشارع العام، مع إزالة كامل طبقة الردم العشوائي السطحي حتى الوصول للرمل الكثيف.","fg":"#334155","cs":3},{"skip":true},{"skip":true},{"c":"F16","v":"تجنب التأسيس في طبقة الردم 0-1م","b":true,"al":"center"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":"جهد التربة الصافي المسموح (q_all)","b":true,"cs":2},{"skip":true},{"c":"C17","v":"يعتمد جهد تصميمي مقداره 2.50 كجم/سم² (250 كيلو نيوتن/م²) للقواعد المنفصلة، و 2.20 كجم/سم² للبشة العامة.","fg":"#334155","cs":3},{"skip":true},{"skip":true},{"c":"F17","v":"بمعامل أمان FS=3.0 وهبوط < 25مم","b":true,"al":"center"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":"نوع الأسمنت للخرسانة الملامسة للتربة","b":true,"cs":2},{"skip":true},{"c":"C18","v":"استخدام أسمنت بورتلاندي مقاوم للأملاح والكبريتات (Type V) نظراً لارتفاع نسبة الكبريتات في المياه الجوفية والتربة (>0.2%).","fg":"#334155","cs":3},{"skip":true},{"skip":true},{"c":"F18","v":"معايير ASTM C150 / SBC 304","b":true,"al":"center"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":"نزح المياه الجوفية (Dewatering)","b":true,"cs":2},{"skip":true},{"c":"C19","v":"يلزم تنفيذ شبكة نزح مياه جوفية (Wellpoints) قبل بدء أعمال الحفر لخفض منسوب الماء بمقدار 50 سم أسفل قاع الحفر.","fg":"#334155","cs":3},{"skip":true},{"skip":true},{"c":"F19","v":"منسوب الماء الجوفي عند 3.20 م","b":true,"al":"center"}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":"أعمال الإحلال والدمك (Compaction)","b":true,"cs":2},{"skip":true},{"c":"C20","v":"فرش طبقة إحلال من الركام المتدرج (Subbase A-1-a) بسماكة 30 سم مدموكة بنسبة لا تقل عن 95% من أقصى كثافة جافة بروكتور.","fg":"#334155","cs":3},{"skip":true},{"skip":true},{"c":"F20","v":"اختبار ASTM D1557 المعدل","b":true,"al":"center"}]}]},{"name":"نتائج الفحوصات المعملية","maxRow":9,"maxCol":7,"colWidths":[28.0,26.0,22.0,22.0,24.0,24.0,26.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"نتائج الاختبارات المعملية لعينات التربة (حدود أتربرغ، الكثافة، والتحليل الكيميائي)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":40.0,"cells":[{"c":"A2","v":"فحوصات اللدونة (Atterberg Limits)، المحتوى المائي، الكثافة الجافة، ونسب الأملاح الضارة وفق ASTM","bg":"#4E342E","fg":"#E2E8F0","al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":"رقم العينة وعمقها","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B4","v":"محتوى الرطوبة الطبيعي (%)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C4","v":"حد السيولة (LL %)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D4","v":"حد اللدونة (PL %)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E4","v":"معامل اللدونة (PI %)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F4","v":"الكثافة الجافة (g/cm³)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G4","v":"محتوى الكبريتات SO3 (%)","bg":"#3E2723","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":5,"h":34.0,"cells":[{"c":"A5","v":"عينة S-1 (عمق 1.50 م)","b":true,"al":"center"},{"c":"B5","v":8.5,"in":true,"fg":"#334155","al":"center"},{"c":"C5","v":24,"in":true,"fg":"#334155","al":"center"},{"c":"D5","v":18,"in":true,"fg":"#334155","al":"center"},{"c":"E5","v":6,"f":"=C5-D5","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"0.0"},{"c":"F5","v":1.78,"in":true,"b":true,"al":"center"},{"c":"G5","v":0.12,"in":true,"b":true,"al":"center"}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":"عينة S-2 (عمق 3.00 م)","b":true,"al":"center"},{"c":"B6","v":16.2,"in":true,"fg":"#334155","al":"center"},{"c":"C6","v":"-","fg":"#334155","al":"center"},{"c":"D6","v":"-","fg":"#334155","al":"center"},{"c":"E6","v":"غير لدن (NP)","b":true,"al":"center"},{"c":"F6","v":1.88,"in":true,"b":true,"al":"center"},{"c":"G6","v":0.35,"in":true,"bg":"#FEF3C7","b":true,"al":"center"}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":"عينة S-3 (عمق 5.00 م)","b":true,"al":"center"},{"c":"B7","v":22.4,"in":true,"fg":"#334155","al":"center"},{"c":"C7","v":48,"in":true,"fg":"#334155","al":"center"},{"c":"D7","v":22,"in":true,"fg":"#334155","al":"center"},{"c":"E7","v":26,"f":"=C7-D7","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"0.0"},{"c":"F7","v":1.65,"in":true,"b":true,"al":"center"},{"c":"G7","v":0.42,"in":true,"bg":"#FEF3C7","b":true,"al":"center"}]},{"r":8,"h":34.0,"cells":[{"c":"A8","v":"عينة S-4 (عمق 8.00 م)","b":true,"al":"center"},{"c":"B8","v":11,"in":true,"fg":"#334155","al":"center"},{"c":"C8","v":32,"in":true,"fg":"#334155","al":"center"},{"c":"D8","v":19,"in":true,"fg":"#334155","al":"center"},{"c":"E8","v":13,"f":"=C8-D8","bg":"#ECFDF5","fg":"#047857","b":true,"al":"center","nf":"0.0"},{"c":"F8","v":2.15,"in":true,"b":true,"al":"center"},{"c":"G8","v":0.28,"in":true,"bg":"#FEF3C7","b":true,"al":"center"}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":"عينة S-5 (عمق 12.00 م)","b":true,"al":"center"},{"c":"B9","v":6.5,"in":true,"fg":"#334155","al":"center"},{"c":"C9","v":"-","fg":"#334155","al":"center"},{"c":"D9","v":"-","fg":"#334155","al":"center"},{"c":"E9","v":"صخر مصمت (NP)","b":true,"al":"center"},{"c":"F9","v":2.45,"in":true,"b":true,"al":"center"},{"c":"G9","v":0.08,"in":true,"b":true,"al":"center"}]}]}]}